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首页> 外文期刊>Journal of geotechnical and geoenvironmental engineering >New Orleans Levee System Performance during Hurricane Katrina: London Avenue and Orleans Canal South
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New Orleans Levee System Performance during Hurricane Katrina: London Avenue and Orleans Canal South

机译:卡特里娜飓风期间新奥尔良堤防系统的性能:伦敦大道和奥尔良运河南

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Hurricane Katrina was one of the worst natural disasters in U.S. history. The effects of the hurricane were particularly devastating in the city of New Orleans. Most of the damage was due to the failure of the levee system that surrounds the city to protect it from flooding. This paper presents the results of centrifuge models conducted at Rensselaer Polytechnic Institute and the U.S. Army Corps of Engineers simulating the behavior of the levees at London Avenue North and South that failed during Hurricane Katrina. Those levees failed without being overtopped by the storm surge. Also included are the results of a centrifuge model of one levee section at Orleans Canal South, which did not fail during the hurricane. The key factor of the failure mechanism of the London Avenue levees was the formation of a gap between the flooded side of the levee and the sheetpile. This gap triggered a reduction of the strength at the foundation of the protected side of the levee. The results are fully consistent with field observations.
机译:卡特里娜飓风是美国历史上最严重的自然灾害之一。飓风的影响在新奥尔良市尤其具有破坏性。大部分破坏是由于环绕城市的防洪堤系统无法保护其免受洪水侵害所致。本文介绍了在伦斯勒理工学院和美国陆军工程兵部队进行的离心模型的结果,这些模型模拟了在卡特里娜飓风期间在伦敦南北大街发生的堤防行为。这些堤防没有被风暴潮破坏而失败。还包括在奥尔良运河南部的一个堤防段的离心模型的结果,该模型在飓风期间没有失败。伦敦大道大堤失效机制的关键因素在于大堤的泛滥侧与板桩之间形成了缝隙。该间隙导致降低了堤防受保护侧的基础处的强度。结果与现场观察完全一致。

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